Effect of Vertical Drains on Strength and Deformation Characteristics of Lithomargic Clay
Deepak Nayak1, Purushotham G. Sarvade2, H. N. Udaya Shankara3
1Deepak Nayak, Assistant Professor, Department of Civil Engineering, Manipal Institute of Technology, MAHE, Manipal, India.
2Purushotham G. Sarvade, Professor, Department of Civil Engineering, Manipal Institute of Technology, MAHE, Manipal, India.
3H. N. Udaya Shankara, Professor, Department of Civil Engineering, Manipal Institute of Technology, MAHE, Manipal, India..
Manuscript received on November 26, 2019. | Revised Manuscript received on December 15, 2019. | Manuscript published on December 30, 2019. | PP: 3199-3204 | Volume-9 Issue-2, December, 2019. | Retrieval Number: B4413129219/2019©BEIESP | DOI: 10.35940/ijeat.B4413.129219
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: During olden days, construction used to be carried out only on the sites having good strength. But now-a-days availability of sites with favourable properties are limited. So, there is a need to modify the properties of subsoil using different types of Ground Improvement Techniques. Depending upon the nature of soil, a suitable economical technique needs to be adopted. Soft soils have weaker strength and they are highly compressible and take a lot of time for settlement. So, these are typically problematic for construction. There is a need to improve the condition by accelerating the rate of consolidation. To achieve higher rate of consolidation, it is important to develop shorter paths for movement of the water. A vertical drainage system can be provided to accelerate the rate of consolidation and help to minimise excess pore pressure in the sub-soil. As a result of this, a stable situation is reached more quickly. Thus to enhance the strength of the soil and to accelerate the consolidation rate, vertical drains of different diameters and with varied spacing are employed. The improvement in properties of soft consolidating lithomargic clay is experimentally tested with vertical sand drains in developed prototype. The vertical sand drains installed with 1.905 (0.75 inch) diameter and 6 cm spacing is more effective in increasing Ultimate Bearing Capacity (UBC) of soil and also the rate of settlement of 35.26 % is significant up to 60 kg of preloads. Thus problematic lithomargic clay can be improved in its strength and settlement characteristics.
Keywords: Lithomargic clay, Ultimate Bearing Capacity, Rate of consolidation, Vertical drains.